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Conform <br />O E.P. <br />PLANING <br />Location <br />Sta. 82+60 to Stm <br />90+56 (Rt. <br />Shoulder) <br />T <br />Sta. 90+76 to Sta. <br />93+50 (Rt. <br />Shoulder) <br />3 Sto. <br />565 <br />SN. <br />Total <br />11 Sta. <br />202 <br />S.T. <br />H'dreth Lane <br />354 SY, <br />Existing Width <br />I <br />Conform <br />Stu. 46+91 to <br />Sta. 47+06 <br />12Min. <br />S.V. <br />Intersections <br />0.30' <br />Asphalt Concrete over shaped <br />SN. <br />and <br />compacted native <br />matenal. <br />S Y. <br />Tioneth Lane <br />TYPE D <br />1,250 <br />SN. <br />Conform a =conform to <br />Exist. radius <br />T <br />Existing Width Conform l <br />12' Min. <br />Variable depth Asphalt Concrete <br />over existing paved driveway. <br />TYPE_E <br />TYPICAL DRIVEWAYS <br />EARTHWORK <br />(MISC. AREAS) <br />Ashley Lone <br />CONCRETE <br />PLANING <br />Location <br />Sta. 82+60 to Stm <br />90+56 (Rt. <br />Shoulder) <br />8 Sta. <br />Sta. 90+76 to Sta. <br />93+50 (Rt. <br />Shoulder) <br />3 Sto. <br />565 <br />SN. <br />Total <br />11 Sta. <br />(Approximate Excavation Quantity is 73 Cubic Yards) <br />ASPHALT <br />CONCRETE <br />PLANING <br />Location <br />Area <br />Quantity <br />Aah ey Lane <br />Sta. 82+60 to <br />Sta. 82+85 <br />67 <br />S.Y. <br />Intersections and <br />Bridge Conform <br />565 <br />SN. <br />Stm 212+58 to <br />Son 212+78 <br />202 <br />S.T. <br />H'dreth Lane <br />354 SY, <br />Total E <br />65 <br />Stu. 46+91 to <br />Sta. 47+06 <br />42 <br />S.V. <br />Intersections <br />Tons <br />296 <br />SN. <br />Son 93+67 to <br />Sta. 93+82 <br />78 <br />S Y. <br />Tioneth Lane <br />Total <br />1,250 <br />SN. <br />IMPORTED BORROW <br />Location Quantity <br />Hildreth Lane Sta. 47+60 to Sta. 83+00 (Lt.) 90 CT(. <br />Hildrelh Lane Sta. 47+00 to Sta. 84+04 (RL) 93 CN. <br />Total 183 C.Y. <br />SHOULDER BACKING <br />Location Quantity <br />Ashley Lane <br />Sta. 52+60 to Sta. 212+78 2,771 Tons <br />HTdreth Lane <br />Son 46+91 to Sol. 93+98 351 Tons <br />Total 3,122 Tons <br />DRIVEWAYS <br />Location Type <br />Quantity <br />No. <br />Area <br />Ashley Lane D <br />11 <br />334 SY, <br />Ashley Lane E <br />2t <br />84H S.Y. <br />Hildreth Lane D <br />1 <br />20 SY. <br />H'ildreth Lane E <br />44 <br />1,210 S.Y. <br />Total 0 <br />12 <br />354 SY, <br />Total E <br />65 <br />2,056 S.Y. <br />ADJUST MONUMENT <br />FABRIC <br />FRAME AND COVER <br />Quantity <br />AeM1ev Lane <br />Location <br />Quantity <br />_ <br />Hinnob Ione <br />So. 65+59. 22' LL <br />1 <br />Each <br />(Centerline of Amande Court) <br />10,120 S.Y. <br />Total <br />31,274 S.Y. <br />ASPHALT CONCRETE <br />MESH <br />Location <br />TYPE B <br />H Idreth Lane <br />Location <br />Quantity <br />Ashley Lone <br />Mainline 5,719 <br />Tons <br />Intersections <br />98 <br />Tons <br />Driveways <br />179 <br />Tons <br />Tioneth Lane <br />Mainline 2,082 <br />Tons <br />Intersections <br />161 <br />Tons <br />Driveways <br />150 <br />Tons <br />Total 8,389 <br />Tons <br />PAVEMENT REINFORCING <br />FABRIC <br />Location <br />Quantity <br />AeM1ev Lane <br />Sta. 82+85 to Sta. 145+13 <br />15,224 S.Y. <br />Son 146+12 to Sta. 170+38 <br />5,930 S.Y. <br />Sum 171+18 to Sto. 212+58 <br />10,120 S.Y. <br />Total <br />31,274 S.Y. <br />PAVEMENT REINFORCING <br />MESH <br />Location <br />Quantity <br />H Idreth Lane <br />Sta. 47+06 to Sta. 93+83 <br />11,433 SN. <br />4I COUNTY OF SAN JOAQUIN I NQ S� I SUMMARY OF QUANTITIES HLLANE <br />AND I sheet 9 <br />mHILDRETETH LALA NE RESURFACING 9 of 9 <br />